CN201730305U - Plug-in buckle type steel pipe scaffold for construction of cast-in-place reinforced concrete slab - Google Patents
Plug-in buckle type steel pipe scaffold for construction of cast-in-place reinforced concrete slab Download PDFInfo
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- CN201730305U CN201730305U CN2010201787187U CN201020178718U CN201730305U CN 201730305 U CN201730305 U CN 201730305U CN 2010201787187 U CN2010201787187 U CN 2010201787187U CN 201020178718 U CN201020178718 U CN 201020178718U CN 201730305 U CN201730305 U CN 201730305U
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Abstract
The utility model discloses a plug-in buckle type steel pipe scaffold for the construction of a cast-in-place reinforced concrete slab, which comprises a plurality of transverse rods and a plurality of vertical rods which are of steel pipes and are assembled to form an integral steel pipe scaffold through plug-in buckles, wherein each plug-in buckle comprises a circular base, a plurality of connection-pegs into which the transverse rods are correspondingly inserted from outside to inside, and plug-in mounting connectors which are directly arranged above the circular base, and the vertical rods are vertically inserted into the plug-in mounting connectors from top to bottom; plug-in seats are respectively arranged at the left end parts and the right end parts of the transverse rods, and the plug-in seats which are correspondingly inserted on the connection-pegs of the plug-in buckles correspondingly form plug-in mounting bases into which the vertical rods are vertically inserted from bottom to top; and the plug-in bases are positioned under the circular base. The utility model has simple and reasonable structure, convenient assembly and disassembly, material saving, high construction efficiency and good use effect, can effectively solve the practical problems that the existing steel pipe scaffold has inconvenient assembly and disassembly, low working efficiency, serious material waste and the like.
Description
Technical field
The utility model relates to a kind of steel pipe scaffold, especially relates to a kind of cast-in-situ reinforced concrete slab construction eye-splice-type steel pipe scaffold.
Background technology
In the cast-in-situ concrete beam slab work progress, carry out full hall frame when setting up, usually it is fastener type steel pipe scaffold that the full hall frame that adopts is set up mode, above-mentioned fastener type steel pipe scaffold have compliance strong, can set up various forms of scaffolds, safe and reliable, as long as all can guarantee to set up intensity and the stability that becomes to expire a frame by standard operation.But in the actual use, above-mentioned fastener type steel pipe scaffold, defective in the following areas and deficiency: the first, dismounting inconvenience: when setting up full frame, the operator need use steel pipe and fastener simultaneously, and need repeat repeatedly to rotate fastener for installing; When removing simultaneously, repeat repeatedly to remove fastener again, it is loaded down with trivial details to construct, and work efficiency is low; The second, waste of material is serious: set up and remove in the scaffold process, the screw on the fastener comes off easily, easily causes fastener to damage, and quite bothers and reclaim fastener, causes fastener to be lost in a large number, thereby causes the lot of materials waste.
The utility model content
Technical problem to be solved in the utility model is at above-mentioned deficiency of the prior art, provides a kind of cast-in-situ reinforced concrete slab construction to use the eye-splice-type steel pipe scaffold, and it is simple in structure, reasonable in design.Assembling and convenient disassembly and to save material, construction effect height, result of use good, practical problem such as can effectively solve the existing existing dismounting inconvenience of fastener type steel pipe scaffold, work efficiency is low, waste of material is serious.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of cast-in-situ reinforced concrete slab construction eye-splice-type steel pipe scaffold, it is characterized in that: comprise many cross bars and Duo Gen vertical rod, described cross bar and vertical rod are steel pipe and many cross bars and Duo Gen vertical rod and are assembled into the integral type steel pipe scaffold by the eye-splice part; Described eye-splice part comprise cup dolly, a plurality of corresponding respectively for many cross bars with the cup dolly be the center from outside to inside level to the connection-peg of plug-in mounting and be arranged on directly over the cup dolly and for vertical rod from top to bottom vertically to the plug-in mounting joint of plug-in mounting, a plurality of connection-pegs along the circumferential direction evenly be laid in around the cup dolly top side and its structure all identical with size, the plug-in mounting structure of the structure of described plug-in mounting joint bottom vertical rod is corresponding; The both ends, the left and right sides of described cross bar are equipped with a plug socket respectively, on the plug socket corresponding be provided with the corresponding level of the structure of connection-peg to socket, correspondence be inserted into one of the corresponding composition of a plurality of plug sockets on a plurality of connection-pegs of eye-splice part for vertical rod from the bottom to top vertically to the plug-in mounting pedestal of plug-in mounting, the plug-in mounting pedestal is positioned under the cup dolly; An eye-splice-type steel pipe scaffold module units is formed in described eye-splice part, two vertical rods that are inserted into many cross bars of side around the eye-splice part and are inserted into eye-splice part upper and lower sides by plug-in mounting joint and plug-in mounting pedestal respectively by a plurality of connection-pegs, be inserted into that many cross bars of side are laid on the same horizontal plane around the eye-splice part, and two vertical rods that are inserted into eye-splice part upper and lower sides are laid on the same straight line.
The quantity of set connection-peg is four on the described eye-splice part.
Described plug-in mounting joint is the pipe straight coupling, and the internal construction of described pipe straight coupling is corresponding with the external structure of vertical rod.
Described cup dolly is the base that diameter from top to bottom increases gradually.
Described connection-peg is an isosceles trapezoid shape boss.
Described plug socket is internal construction and the corresponding isosceles trapezoid plug connector of described isosceles trapezoid shape boss structure, and described isosceles trapezoid plug connector is vertical laying with cross bar.
Described cup dolly, connection-peg and plug-in mounting joint processing and fabricating are one.
The utility model compared with prior art has the following advantages:
1, safe and reliable, vertical rod, cross bar and corresponding eye-splice part by different size when setting up carry out the scaffold that aggregate erection then can reach practical requirement, can effectively guarantee to set up into simultaneously the intensity and the stability of scaffold frame.
2, easy accessibility, the operator can easyly insert (specifically being to be inserted on four set on eye-splice part connection-pegs) on the spigot Frame and Suspension Frame respectively with four cross bars when mounted, and plug-in mounting only needs after finishing strike tightly with hammer and gets final product; Equally, only need during dismounting to strike interface between loose cross bar and spigot Frame and Suspension Frame with hammer, the cross bar of just easily dismantling needn't repeat to tighten or come loose fastener again, and more important is to have improved work efficiency greatly.
3, economical with materials, on-the-spot fastener consumption reduces greatly, saves subsequent handlings such as reclaiming fastener, and fastener loses seldom, has stopped the lot of materials waste.
4, reduced cost of production, only need lease spigot Frame and Suspension Frame during the lease material, and originally will lease steel pipe and fastener simultaneously, the lease expenses of reduction.
In sum, the utility model is simple in structure, reasonable in design.Assembling and convenient disassembly and to save material, construction effect height, result of use good, practical problem such as can effectively solve the existing existing dismounting inconvenience of fastener type steel pipe scaffold, work efficiency is low, waste of material is serious.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Description of drawings
Fig. 1 is the utility model assembling facade structures schematic diagram after finishing.
Fig. 2 is the vertical view of Fig. 1.
Fig. 3 is the facade structures schematic diagram of the utility model cross bar.
Fig. 4 is the upward view of Fig. 3.
Fig. 5 is the left view of Fig. 4.
Fig. 6 is the facade structures schematic diagram of the utility model eye-splice part.
Fig. 7 is the upward view of Fig. 6.
Fig. 8 is the structural representation of the single vertical rod of the utility model spigot Frame and Suspension Frame.
Description of reference numerals:
The 1-cross bar; The 2-vertical rod; 3-eye-splice part;
The 3-1-cup dolly; The 3-2-connection-peg; 3-3-plug-in mounting joint;
The 4-plug socket; 5-plug-in mounting pedestal.
The specific embodiment
As Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, Figure 6 and Figure 7, the utility model comprises many cross bars 1 and Duo Gen vertical rod 2, and described cross bar 1 and vertical rod 2 are steel pipe and many cross bars 1 and Duo Gen vertical rod 2 and are assembled into the integral type steel pipe scaffold by eye-splice part 3.Described eye-splice part 3 comprise cup dolly 3-1, a plurality of corresponding respectively for many cross bars 1 with cup dolly 3-1 be the center from outside to inside level to the connection-peg 3-2 of plug-in mounting and be arranged on directly over the cup dolly 3-1 and for vertical rod 2 from top to bottom vertically to the plug-in mounting joint 3-3 of plug-in mounting, a plurality of connection-peg 3-2 along the circumferential direction evenly be laid in around the cup dolly 3-1 top side and its structure all identical with size, the structure of described plug-in mounting joint 3-3 is corresponding with the plug-in mounting structure of vertical rod 2 bottoms.The both ends, the left and right sides of described cross bar 1 are equipped with a plug socket 4 respectively, on the plug socket 4 corresponding be provided with the corresponding level of the structure of connection-peg 3-2 to socket, correspondence be inserted into one of a plurality of plug sockets 4 corresponding composition on a plurality of connection-peg 3-2 of eye-splice part 3 for vertical rod 2 from the bottom to top vertically to the plug-in mounting pedestal 5 of plug-in mounting, plug-in mounting pedestal 5 is positioned under the cup dolly 3-1.An eye-splice-type steel pipe scaffold module units is formed in described eye-splice part 3, two vertical rods 2 that are inserted into the many cross bars 1 of side around the eye-splice part 3 and are inserted into eye-splice part 3 upper and lower sides by plug-in mounting joint 3-3 and plug-in mounting pedestal 5 respectively by a plurality of connection-peg 3-2, be inserted into that the many cross bars 1 of side are laid on the same horizontal plane around the eye-splice part 3, and two vertical rods 2 that are inserted into eye-splice part 3 upper and lower sides are laid on the same straight line.
In the present embodiment, the quantity of set connection-peg 3-2 is four on the described eye-splice part 3.Described plug-in mounting joint 3-3 is the pipe straight coupling, and the internal construction of described pipe straight coupling is corresponding with the external structure of vertical rod 2.Described cup dolly 3-1 is the base that diameter from top to bottom increases gradually.Described connection-peg 3-2 is an isosceles trapezoid shape boss.Described plug socket 4 is internal construction and the corresponding isosceles trapezoid plug connector of described isosceles trapezoid shape boss structure, and described isosceles trapezoid plug connector is vertical laying with cross bar 1.Described cup dolly 3-1, connection-peg 3-2 and plug-in mounting joint 3-3 processing and fabricating are one.In conjunction with Fig. 8, described eye-splice part 3 is assembled into one with two vertical rods 2 that are inserted into eye-splice part 3 upper and lower sides, and the three forms a vertical spigot Frame and Suspension Frame, i.e. single longitudinally vertical rod.Simultaneously, the bottom of vertical rod 2 is provided with an adapter sleeve, can two neighbouring vertical rods 2 be connected and fixed by described adapter sleeve, the internal construction of described adapter sleeve is corresponding with the superstructure of vertical rod 2, like this during actual assembled, the top of next vertical rod 2 directly plug-in mounting is gone in the set adapter sleeve in last vertical rod 2 bottoms, realizes being connected and fixed of 2 of neighbouring two vertical rods by described adapter sleeve.
The above; it only is preferred embodiment of the present utility model; be not that the utility model is imposed any restrictions; everyly any simple modification that above embodiment did, change and equivalent structure are changed, all still belong in the protection domain of technical solutions of the utility model according to the utility model technical spirit.
Claims (8)
1. a cast-in-situ reinforced concrete slab is constructed and is used the eye-splice-type steel pipe scaffold, it is characterized in that: comprise many cross bars (1) and many vertical rods (2), described cross bar (1) and vertical rod (2) are steel pipe and many cross bars (1) and many vertical rods (2) and are assembled into the integral type steel pipe scaffold by eye-splice part (3); Described eye-splice part (3) comprise cup dolly (3-1), a plurality of corresponding supply respectively many cross bars (1) with cup dolly (3-1) be the center from outside to inside level to the connection-peg (3-2) of plug-in mounting and be arranged on directly over the cup dolly (3-1) and for vertical rod (2) from top to bottom vertically to the plug-in mounting joint (3-3) of plug-in mounting, a plurality of connection-pegs (3-2) along the circumferential direction evenly be laid in around cup dolly (3-1) top side and its structure all identical with size, the plug-in mounting structure of the structure of described plug-in mounting joint (3-3) bottom vertical rod (2) is corresponding; The both ends, the left and right sides of described cross bar (1) are equipped with a plug socket (4) respectively, plug socket (4) is gone up correspondence and is provided with the corresponding level of structure with connection-peg (3-2) to socket, correspondence be inserted into one of the corresponding composition of a plurality of plug sockets (4) on a plurality of connection-pegs (3-2) of eye-splice part (3) for vertical rod (2) from the bottom to top vertically to the plug-in mounting pedestal (5) of plug-in mounting, plug-in mounting pedestal (5) is positioned under the cup dolly (3-1); Described eye-splice part (3), be inserted into eye-splice part (3) the many cross bars (1) of side and two vertical rods (2) that are inserted into eye-splice part (3) upper and lower sides by plug-in mounting joint (3-3) and plug-in mounting pedestal (5) respectively all around by a plurality of connection-pegs (3-2) and form an eye-splice-type steel pipe scaffold module units, be inserted into eye-splice part (3) all around the many cross bars (1) of side be laid on the same horizontal plane, and two vertical rods (2) that are inserted into eye-splice part (3) upper and lower sides are laid on the same straight line.
2. use the eye-splice-type steel pipe scaffold according to the described cast-in-situ reinforced concrete slab construction of claim 1, it is characterized in that: the quantity that described eye-splice part (3) is gone up set connection-peg (3-2) is four.
3. according to claim 1 or 2 described cast-in-situ reinforced concrete slab construction eye-splice-type steel pipe scaffolds, it is characterized in that: described plug-in mounting joint (3-3) is the pipe straight coupling, and the internal construction of described pipe straight coupling is corresponding with the external structure of vertical rod (2).
4. use the eye-splice-type steel pipe scaffold according to claim 1 or 2 described cast-in-situ reinforced concrete slab constructions, it is characterized in that: the base that described cup dolly (3-1) from top to bottom increases gradually for diameter.
5. use the eye-splice-type steel pipe scaffold according to the described cast-in-situ reinforced concrete slab construction of claim 4, it is characterized in that: described connection-peg (3-2) is an isosceles trapezoid shape boss.
6. according to the described cast-in-situ reinforced concrete slab construction of claim 5 eye-splice-type steel pipe scaffold, it is characterized in that: described plug socket (4) is internal construction and the corresponding isosceles trapezoid plug connector of described isosceles trapezoid shape boss structure, and described isosceles trapezoid plug connector is vertical laying with cross bar (1).
7. use the eye-splice-type steel pipe scaffold according to claim 1 or 2 described cast-in-situ reinforced concrete slab constructions, it is characterized in that: described cup dolly (3-1), connection-peg (3-2) and plug-in mounting joint (3-3) processing and fabricating are one.
8. according to claim 1 or 2 described cast-in-situ reinforced concrete slab construction eye-splice-type steel pipe scaffolds, it is characterized in that: described eye-splice part (3) and two vertical rods (2) that are inserted into eye-splice part (3) upper and lower sides are assembled into one, and the three forms a vertical spigot Frame and Suspension Frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201787187U CN201730305U (en) | 2010-04-30 | 2010-04-30 | Plug-in buckle type steel pipe scaffold for construction of cast-in-place reinforced concrete slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201787187U CN201730305U (en) | 2010-04-30 | 2010-04-30 | Plug-in buckle type steel pipe scaffold for construction of cast-in-place reinforced concrete slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201730305U true CN201730305U (en) | 2011-02-02 |
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ID=43521462
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201787187U Expired - Fee Related CN201730305U (en) | 2010-04-30 | 2010-04-30 | Plug-in buckle type steel pipe scaffold for construction of cast-in-place reinforced concrete slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201730305U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350756A (en) * | 2015-11-26 | 2016-02-24 | 重庆钢星建筑工程有限公司 | Scaffold |
-
2010
- 2010-04-30 CN CN2010201787187U patent/CN201730305U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350756A (en) * | 2015-11-26 | 2016-02-24 | 重庆钢星建筑工程有限公司 | Scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110202 Termination date: 20160430 |